Table 4 Generalized initial pore ratio.

From: One-dimensional compression behavior of calcareous sand cemented with EICP and coir fiber

Samples

Dr = 30%

Dr = 60%

Dr = 90%

ccc/%

w/%

e0

ccc/%

w/%

e0

ccc/%

w/%

e0

CS

0

0

0.783

0

0

0.644

0

0

0.505

FS (0.2%)

0

0.2

0.774

0

0.2

0.636

0

0.2

0.498

FS (0.4%)

0

0.4

0.766

0

0.4

0.628

0

0.4

0.492

FS (0.6%)

0

0.6

0.757

0

0.6

0.626

0

0.6

0.488

FS (0.8%)

0

0.8

0.749

0

0.8

0.6132

0

0.8

0.477

EICP (3) + CS

2.98

0

0.730

2.44

0

0.604

1.67

0

0.481

EICP (6) + CS

5.18

0

0.691

5.09

0

0.561

0.46

0

0.456

EICP (9) + CS

9.38

0

0.618

7.59

0

0.521

6.60

0

0.407

EICP (3) + FS (0.4%)

3.00

0.4

0.714

2.68

0.4

0.586

1.69

0.4

0.467

EICP (6) + FS (0.4%)

5.39

0.4

0.673

5.43

0.4

0.542

0.44

0.4

0.438

EICP (9) + FS (0.4%)

10.83

0.4

0.579

9.73

0.4

0.474

7.41

0.4

0.383

EICP (9) + FS (0.2%)

9.06

0.2

0.616

8.38

0.2

0.502

6.94

0.2

0.396

EICP (9) + FS (0.6%)

11.45

0.6

0.561

8.31

0.6

0.490

6.82

0.6

0.386

EICP (9) + FS (0.8%)

8.84

0.8

0.599

8.63

0.8

0.478

6.37

0.8

0.386

  1. CS-calcareous sand sample. FS(w)-calcareous sand samples with different coir fiber content. EICP(N)+CS(FS)-calcareous sand samples treated with different grouting times (fiber-doped calcareous sand samples).
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